摘要
结合通平高速公路的工程实践,通过计算分析不同层间粘结状态下的大厚度基层沥青路面与普通半刚性基层沥青路面的力学特性和疲劳特性,得出了总厚度相同的大厚度基层沥青路面要明显优于普通半刚性基层沥青路面的结论。
In this paper,the author combines Tong-ping expressway engineering practice,through calculation and analysis of different interlayer bonding state of the large thickness of asphalt pavement of semi rigid base asphalt pavement with ordinary mechanical properties and fatigue characteristics,draw the total thickness of the same thickness of asphalt pavement is superior to ordinary asphalt pavement of semi rigid base of the conclusion.
出处
《公路工程》
北大核心
2012年第6期109-112,121,共5页
Highway Engineering
